Earthquakes and Structures

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Study on response of a new double story isolated structure under earthquakes

  • Hang Shan (College of Civil Engineering, Southwest Forestry University) ;
  • Dewen Liu (Krirk University) ;
  • Zhiang Li (College of Civil Engineering, Southwest Forestry University) ;
  • Fusong Peng (College of Civil Engineering, Southwest Forestry University) ;
  • Tiange Zhao (College of Civil Engineering, Southwest Forestry University) ;
  • Yiran Huo (College of Civil Engineering, Southwest Forestry University) ;
  • Kai Liu (College of Civil Engineering, Southwest Forestry University) ;
  • Min Lei (College of Civil Engineering, Southwest Jiaotong University)
  • Received : 2023.05.29
  • Accepted : 2024.04.18
  • Published : 2024.07.25
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Abstract

The traditional double story isolated structure is a derivative of the base isolated and inter-story isolated structures, while the new double story isolated structure represents a novel variation derived from the traditional double story isolated structure. In order to investigate the seismic response of the new double story isolated structure, a comprehensive structural model was developed. Concurrently, models for the basic fixed, base isolated, inter-story isolated, and traditional double story isolated structures were also established for comparative analysis. The nonlinear dynamic time-history response of the new double story isolated structure under rare earthquake excitations was analyzed. The findings of the study reveal that, in comparison to the basic fixed structure, the new double story isolated structure exhibits superior performance across all evaluated aspects. Furthermore, when compared to the base isolated and inter-story isolated structures, the new double story isolated structure demonstrates significant reductions in inter-story shear force, top acceleration, and inter-frame displacement. The horizontal displacement of the new double story isolated structure is primarily localized within the two isolation layers, effectively dissipating the majority of input seismic energy. In contrast to the traditional double story isolated structure, the new design minimizes displacements within the inter-isolation layer situated in the central part of the frame, as well as mitigates the overturning forces acting on the lower frame column. Consequently, this design ensures the structural integrity of the core tube, thereby preventing potential collapse and structural damage.

Keywords

Acknowledgement

The writers gratefully acknowledge the financial support of National Natural Science Fund of China (No.52168072 & No.51808467), High-level Talent Support Project of Yunnan Province, China (2020).

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